Slag compositions and methods of use

ABSTRACT

Methods and compositions are provided that relate to cementing operations. Methods and compositions that include a latex strength enhancer for enhancing the compressive strength of slag compositions.

CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a divisional of U.S. patent application Ser.No. 13/283,321, filed on Oct. 27, 2011, entitled “Slag Compositions andMethods of Use,” the entire disclosure of which is incorporated hereinby reference.

BACKGROUND

The present invention relates to cementing operations and, moreparticularly, in certain embodiments, to methods and compositions thatutilize a latex strength enhancer for enhancing the compressive strengthof slag compositions.

In cementing operations, such as well construction and remedialcementing, settable compositions are commonly utilized. As used herein,the term “settable composition” refers to a composition) thathydraulically sets or otherwise develops compressive strength. Settablecompositions may be used in primary cementing operations whereby pipestrings, such as casing and liners, are cemented in well bores. In atypical primary cementing operation, a settable composition may bepumped into an annulus between the walls of the well bore and theexterior surface of the pipe string disposed therein. The settablecomposition may set in the annular space, thereby forming an annularsheath of hardened, substantially impermeable material (e.g., a cementsheath) that may support and position the pipe string in the well boreand may bond the exterior surface of the pipe string to the well borewalls. Among other things, the cement sheath surrounding the pipe stringshould function to prevent the migration of fluids in the annulus, aswell as protecting the pipe string from corrosion. Settable compositionsalso may be used in remedial cementing methods, such as in the placementof plugs, and in squeeze cementing for sealing voids in a pipe string,cement sheath, gravel pack, subterranean formation, and the like.

A particular challenge in cementing operations is the development ofsatisfactory mechanical properties in a settable composition within areasonable time period after placement in the subterranean formation.During the life of a well, the subterranean cement sheath undergoesnumerous strains and stresses as a result of temperature effects,pressure effects, and impact effects. The ability to withstand thesestrains and stresses is directly related to the mechanical properties ofthe settable composition after setting. The mechanical properties areoften characterized using parameters such as compressive strength,tensile strength, Young's Modulus, Poisson's Ratio, elasticity, and thelike. These properties may be modified by the inclusion of additives.

One type of settable composition that has been used heretofore comprisesslag cement, which is typically a blend of Portland cement and slag.Because Portland cement develops compressive strength much more rapidlythan slag, the amount of slag is typically limited to no more than 40%by weight of the slag cement. Drawbacks to slag cement include therelatively high cost of the Portland cement as compared to the slag,which is a waste material. Drawbacks to using higher concentrations ofslag may include the inability for the settable composition to developadequate compressive strength in a reasonable time and ensure thelong-term structural integrity of the cement.

Thus, there exists a need for settable compositions that comprise slagwith enhanced mechanical features that develop adequate compressivestrength for use in cementing operations.

SUMMARY

An embodiment discloses a method of cementing, the method comprising:providing a slag composition comprising a hydraulic cement consistingessentially of slag, a hydroxyl source, a latex strength enhancer, andwater; introducing the slag composition into a subterranean formation;and allowing the slag composition to set.

Another embodiment discloses a method of cementing, the methodcomprising: preparing a base fluid comprising a latex strength enhancer,a defoaming agent, and a dispersant; preparing a dry blend comprisingslag and a hydroxyl source; combining the base fluid and the dry blendto form a slag composition; introducing the slag composition into asubterranean formation; and allowing the slag composition to set.

Yet another embodiment discloses a slag composition, the slagcomposition comprising: a hydraulic cement consisting essentially ofslag; a hydroxyl source; a latex strength enhancer; and water.

The features and advantages of the present invention will be readilyapparent to those skilled in the art. While numerous changes may be madeby those skilled in the art, such changes are within the spirit of theinvention.

DESCRIPTION OF PREFERRED EMBODIMENTS

Embodiments of the present invention disclose slag compositionscomprising slag, a hydroxyl source, a latex strength enhancer, andwater. One of the many potential advantages of embodiments of the slagcompositions is that use of the latex strength enhancer may provide theslag compositions with adequate compressive strengths for use insubterranean applications despite the increased slag content. By way ofexample, the compressive strength of the slag compositions containingthe latex-strength enhancer may be increased by at least about 25% inone embodiment, at least about 50% in another embodiment, and at leastabout 75% in yet another embodiment, as compared to the same slagcomposition that does not contain the latex strength enhancer.Accordingly, embodiments of the slag compositions may be used in avariety of subterranean applications where settable compositions may beused, including, but not limited to, primary and remedial cementing.

In some embodiments, the slag compositions may comprise slag. Slag isgenerally a by-product in the production of various metals from theircorresponding ores. By way of example, the production of cast iron canproduce slag as a granulated, blast furnace by-product with the slaggenerally comprising the oxidized impurities found in iron ore. The slagmay be included in embodiments of the slag compositions in an amountsuitable for a particular application. In some embodiments, the slag maybe present in an amount of about 40% to about 100% by weight ofcementitious components (“bwoc”), for example, about 40%, about 50%,about 60%, about 70%, about 80%, about 90%, or about 100%. Cementitiouscomponents include those components or combinations of components of theslag compositions that hydraulically set, or otherwise harden, todevelop compressive strength, including, for example, slag, fly ash,hydraulic cement, and the like. In certain embodiments, the slag may bepresent in an amount greater than about 40% bwoc, greater than about 50%bwoc, greater than about 60% bwoc, greater than about 70% bwoc, greaterthan about 80% bwoc, or greater than about 90% bwoc. In someembodiments, hydraulic cement included in the slag compositions mayconsist essentially of the slag.

In some embodiments, the slag compositions may comprise a hydroxylsource. The hydroxyl source is included in the slag compositions forproviding hydroxyl groups for activation of the slag to provide asettable composition that will react with the water to form a hardenedmass in accordance with embodiments of the present invention. Any of avariety of suitable hydroxyl sources may be used that are capable ofgenerating hydroxyl groups (OH⁻) when dissolved in the water. Examplesof suitable hydroxyl sources include basic materials, such as sodiumhydroxide, sodium bicarbonate, sodium carbonate, lime, and anycombination thereof. In some embodiments, the hydroxyl source may bepresent in the slag compositions in an amount in the range of from about0.1% to about 25% bwoc. In further embodiments, the hydroxyl source maybe included in an amount in the range of from about 1% to about 10%bwoc.

In some embodiments, the slag compositions may comprise a latex strengthenhancer. Surprisingly, inclusion of the latex strength enhancer inembodiments of the slag compositions of the present invention providesenhanced compressive strength as compared to slag compositions that donot contain the latex strength enhancer. As will be understood by thoseskilled in the art, the latex strength enhancer may comprise any of avariety of rubber materials that are commercially available in latexform. Non-limiting examples of suitable rubber materials are availablefrom Halliburton Energy Services, Duncan, Okla., under the names Latex2000™ cement additive and Latex 3000™ cement additive. Suitable rubbermaterials include natural rubber (e.g., cis-1,4-polyisoprene), modifiednatural rubber, synthetic rubber, and combinations thereof. Syntheticrubber of various types may be utilized, including ethylene-propylenerubbers, styrene-butadiene rubbers, nitrile rubbers, nitrile butadienerubbers, butyl rubber, neoprene rubber, polybutadiene rubbers,acrylonitrile-styrene-butadiene rubber, polyisoprene rubber,AMPS-styrene-butadiene rubber, and any combination thereof. As usedherein, the term “AMPS” refers to 2-acrylamido-2-methylpropanesulfonicacid or salts thereof. In certain embodiments, the synthetic rubber maycomprise AMPS in an amount ranging from about 5% to about 10% by weight,styrene in an amount ranging from about 30% to about 70% by weight, andbutadiene in an amount ranging from about 30% to about 70% by weight.Examples of suitable AMPS-styrene-butadiene rubbers are described inmore detail in U.S. Pat. Nos. 6,488,764 and 6,184,287, the entiredisclosures of which are incorporated herein by reference. Those ofordinary skill in the art will appreciate that other types of syntheticrubbers are also encompassed within the present invention.

In certain embodiments, the latex strength enhancer comprises awater-in-oil emulsion that comprises styrene-butadiene rubber. As willbe appreciated, the aqueous phase of the emulsion comprises an aqueouscolloidal dispersion of the styrene-butadiene copolymer. Moreover, inaddition to the dispersed styrene-butadiene copolymer, the emulsion maycomprise water in the range of from about 40% to about 70% by weight ofthe emulsion and small quantities of an emulsifier, polymerizationcatalysts, chain modifying agents, and the like. As will be appreciated,styrene-butadiene latex is often produced as a terpolymer emulsion thatmay include a third monomer to assist in stabilizing the emulsion.Non-ionic groups which exhibit stearic effects and which contain longethoxylate or hydrocarbon tails also may be present.

In accordance with embodiments of the present invention, the weightratio of the styrene to the butadiene in the emulsion may range fromabout 10:90 to about 90:10. In some embodiments, the weight ratio of thestyrene to the butadiene in the emulsion may range from about 20:80 toabout 80:20. An example of suitable styrene-butadiene latex has astyrene-to-butadiene weight ratio of about 25:75 and comprises water inan amount of about 50% by weight of the emulsion. Another example ofsuitable styrene-butadiene latex has a styrene-to-butadiene weight ratioof about 30:70.

The latex strength enhancer may generally be provided in embodiments ofthe slag compositions in an amount sufficient for the desiredapplication. In some embodiments, the latex strength enhancer may beincluded in the slag compositions in an amount in the range of fromabout 1% to about 45% bwoc. In further embodiments, the latex strengthenhancer may be included in the slag compositions in an amount in therange of from about 5% to about 20% bwoc. It should be understood thatthe concentrations of the latex strength enhancer are provided based onthe amount of aqueous latex that may be used.

In some embodiments, the slag compositions may further comprisehydraulic cement. A variety of hydraulic cements may be utilized inaccordance with the present invention, including, but not limited to,those comprising calcium, aluminum, silicon, oxygen, iron, and/orsulfur, which set and harden by reaction with water. Suitable hydrauliccements include, but are not limited to, Portland cements, pozzolanacements, gypsum cements, high alumina content cements, silica cements,and any combination thereof. In certain embodiments, the hydrauliccement may comprise a Portland cement. In some embodiments, the Portlandcements that are suited for use in the present invention are classifiedas Classes A, C, H, and G cements according to American PetroleumInstitute, API Specification for Materials and Testing for Well Cements,API Specification 10, Fifth Ed., Jul. 1, 1990. In addition, in someembodiments, cements suitable for use in the present invention mayinclude cements classified as ASTM Type I, II, or III.

Where present, the hydraulic cement generally may be included in theslag compositions in an amount sufficient to provide the desiredcompressive strength, density, and/or cost. In some embodiments, thehydraulic cement may be present in the slag compositions of the presentinvention in an amount in the range of 0.1% to about 60% bwoc, forexample, about 10%, about 20%, about 30%, about 40%, about 50%, or about60%. In some embodiments, the hydraulic cement may be included in anamount that does not exceed about 60% bwoc, does not exceed about 50%bwoc, does not exceed about 40% bwoc, does not exceed about 30% bwoc,does not exceed about 20% bwoc, does not exceed about 20% bwoc, or doesnot exceed about 10% bwoc.

In some embodiments, the slag compositions may further comprise adefoaming agent. Where present, the defoaming agent should act, amongother things, to prevent foaming during mixing of the slag composition.Because the latex strength enhancer can include emulsifiers and latexstabilizers which can also function as foaming agents, an unstable foamcan be formed when the slag is mixed with the latex strength enhancerand water. In general, the defoaming agent should prevent the formationof the unstable foam. The defoaming agent can comprise any of a numberof different compounds suitable for such capabilities, such as polyols,silicon defoamers, alkyl polyacrylates, ethylene oxide/propylene oxidecompounds, acetylenic diols, and any combination thereof. Non-limitingexamples of suitable defoaming agents include those available fromHalliburton Energy Services under the names D-AIR3000™ foamer, D-AIR4000L™ foamer, and D-AIR5000™ foamer. The defoaming agent may generallybe provided in embodiments of the slag compositions in an amountsufficient for the desired application. In some embodiments, thedefoaming agent may be present in the slag compositions in an amount inthe range of from about 0.1% to about 5% bwoc. In further embodiments,the defoaming additive may be included in an amount in the range of fromabout 0.1% to about 2% bwoc.

In some embodiments, the slag compositions may further comprise adispersant. Where present, the dispersant should act, among otherthings, to control the rheology of the slag composition. While a varietyof dispersants known to those skilled in the art may be used inaccordance with the present invention, examples of suitable dispersantsinclude naphthalene sulfonic acid condensate with formaldehyde; acetone,formaldehyde, and sulfite condensate; melamine sulfonate condensed withformaldehyde; any combination thereof. Where used, the dispersant shouldbe present in embodiments of the slag compositions of the presentinvention in an amount sufficient to prevent gelation of the slagcomposition and/or improve rheological properties. In some embodiments,the dispersant may be present in the slag compositions in an amount inthe range of from about 0.1% to about 5% bwoc.

The water used in embodiments of the slag compositions of the presentinvention may include, for example, freshwater, saltwater (e.g., watercontaining one or more salts dissolved therein), brine (e.g., saturatedsaltwater produced from subterranean formations), seawater, or anycombination thereof. Generally, the water may be from any source,provided, for example, that it does not contain an excess of compoundsthat may undesirably affect other components in the slag composition. Insome embodiments, the water may be included in an amount sufficient toform a pumpable slurry. In some embodiments, the water may be includedin the slag compositions of the present invention in an amount of about40% to about 200% by dry weight of cementitious components (“bwoc”). Insome embodiments, the water may be included in an amount of about 40% toabout 150% bwoc.

Other additives suitable for use in subterranean cementing operationsmay also be added to embodiments of the slag compositions, in accordancewith embodiments of the present invention. Examples of such additivesinclude, but are not limited to, strength-retrogression additives, setaccelerators, set retarders, weighting agents, lightweight additives,gas-generating additives, mechanical property enhancing additives,lost-circulation materials, filtration-control additives, fluid losscontrol additives, foaming additives, thixotropic additives, and anycombination thereof. Specific examples of these, and other, additivesinclude crystalline silica, amorphous silica, fumed silica, salts,fibers, hydratable clays, calcined shale, vitrified shale, microspheres,fly ash, diatomaceous earth, metakaolin, ground perlite, rice husk ash,natural pozzolan, zeolite, cement kiln dust, resins, any combinationthereof, and the like. A person having ordinary skill in the art, withthe benefit of this disclosure, will readily be able to determine thetype and amount of additive useful for a particular application anddesired result.

Those of ordinary skill in the art will appreciate that embodiments ofthe slag compositions generally should have a density suitable for aparticular application. By way of example, embodiments of the slagcompositions may have a density of about 12 pounds per gallon (“lb/gal”)to about 20 lb/gal. In certain embodiments, the slag compositions mayhave a density of about 14 lb/gal to about 17 lb/gal. In certainembodiments, the slag composition may be a heavyweight compositionhaving a density of at least about 14 lb/gal. Those of ordinary skill inthe art, with the benefit of this disclosure, will recognize theappropriate density for a particular application.

In some embodiments, the slag compositions may be prepared by combiningthe slag with water. The latex strength enhancer and other additives maybe combined with the water before it is added to the slag. For example,a base fluid may be prepared that comprises the latex strength enhancer,the defoaming additive, the dispersant, and the water, wherein the basefluid is then combined with the slag. In some embodiments, the slag maybe dry blended with other additives, such as the hydroxyl source and/orthe hydraulic cement, to form a dry blend, wherein the dry blend maythen be combined with the water or base fluid. Other suitable techniquesmay be used for preparation of the slag compositions as will beappreciated by those of ordinary skill in the art in accordance withembodiments of the present invention.

As will be appreciated by those of ordinary skill in the art,embodiments of the slag compositions may be used in a variety ofsubterranean applications, including primary and remedial cementing.Embodiments may include providing a slag composition and allowing theslag composition to set. Embodiments of the slag compositions maycomprise, for example, slag, a hydroxyl source, a latex strengthenhancer, and water. Embodiments of the slag compositions may furthercomprise one or more of a hydraulic cement, a defoaming additive, or adispersant, as well as a variety of other additives suitable for use insubterranean cementing applications as will be apparent to those ofordinary skill in the art.

In primary cementing embodiments, for example, a slag composition may beintroduced into a subterranean formation between a conduit (e.g., pipestring, liner, etc.) and a well bore wall. The slag composition may beallowed to set to form an annular sheath of hardened cement in the spacebetween the well bore wall and the conduit. Among other things, thesheath formed by the slag composition may form a barrier, preventing themigration of fluids in the well bore. The sheath formed by the slagcomposition also may, for example, support the conduit in the well bore.

In remedial cementing embodiments, a slag composition may be used, forexample, in squeeze-cementing operations or in the placement of plugs.By way of example, the slag composition may be placed in a well bore toplug a void or crack in the formation, in a gravel pack, in the conduit,in the cement sheath, and/or a microannulus between the cement sheathand the conduit. In another embodiment, the slag composition may beplaced into a well bore to form a plug in the well bore with the plug,for example, sealing the well bore.

To facilitate a better understanding of the present invention, thefollowing examples of some of the preferred embodiments are given. In noway should such examples be read to limit, or to define, the scope ofthe invention.

EXAMPLE 1

The following series of tests were performed to evaluate the mechanicalproperties of slag compositions. Five different slag compositions,designated Samples 1-5, were prepared using the indicated amounts ofwater, slag, lime, a latex strength enhancer, a latex stabilizer, and acement dispersant. The amounts of these components are indicated in thetable below with percent by weight of cement (“% bwoc”) indicating thepercent of the component by weight of slag and gallon per sack(“gal/sk”) indicating the gallons of the respective component per94-pound sack of slag. The slag compositions had a density of 14.5lb/gal. The latex strength enhancer used was either Latex™ 2000 cementadditive or Latex™ 3000 cement additive as indicated in Table 1 below.Sample 1 was a comparative composition that did not include the latexstrength enhancer. The latex stabilizer was Stabilizer 434D™ surfactant,from Halliburton Energy Services, Inc., Duncan, Okla. The dispersantused was CFR-3L™ cement friction reducer, from Halliburton EnergyServices, Inc., Duncan, Okla. The slag compositions were subjected to24-hour compressive strength tests at 140° F. in accordance with APISpecification 10.

TABLE 1 Ingredients Latex ™ Latex ™ 24 Hr Water Slag Lime 2000 3000Latex Cement Comp. (% (% (% additive additive Stabilizer DispersantStrength Sample bwoc) bwoc) bwoc) (gal/sk) (gal/sk) (gal/sk) (gal/sk)(psi) 1 57.58 100 10 — — — — 862 (comp.) 2 37.16 100 10 2 — 0.2 0.151,328 3 37.16 100 10 — 2 0.2 0.15 1,683 4 39.81 100 10 — 2 — — 1,346 538.07 100 5 — 2 — — 1,401

Based on the results of these tests, inclusion of a latex strengthenhancer in the slag compositions had a significant impact oncompressive strength development. For example, increases in compressivestrength of least about 50% (Sample 2) and up to about 95% (Sample 3)were obtained by including 2 gal/sk of the latex strength enhancer inthe slag compositions.

EXAMPLE 2

The following series of tests were performed to evaluate the effect ofincluding a latex strength enhancer on the thickening times of slagcompositions. Three different slag compositions, designated Samples 6-8,were prepared using the indicated amounts of water, slag, lime, a latexstrength enhancer, and a cement set retarder. The amounts of thesecomponents are indicated in the table below with % bwoc indicating thepercent of the component by weight of slag and gal/sk indicating thegallons of the respective component per 94-pound sack of slag. The slagcompositions had a density of 14.5 lb/gal. The latex strength enhancerused was Latex™ 3000 cement additive. The cement set retarder used wasHR®-5 retarder, from Halliburton Energy Services, Inc., Duncan, Okla.The slag compositions were tested to determine their thickening times at140° F., which is the time required for the compositions to reach 70Bearden units of consistency.

TABLE 2 Ingredients Latex ™ Cement Thick Water Slag Lime 3000 Set Time(% (% (% additive Retarder hr:min Sample bwoc) bwoc) bwoc) (gal/sk) (%bwoc) (70 bc) 6 37.83 100 5 2 0.75 45+ 7 37.47 100 5 2 0.3 1:51 8 37.41100 5 2 0.5 7:23

Therefore, the present invention is well adapted to attain the ends andadvantages mentioned as well as those that are inherent therein. Theparticular embodiments disclosed above are illustrative only, as thepresent invention may be modified and practiced in different butequivalent manners apparent to those skilled in the art having thebenefit of the teachings herein. Although individual embodiments arediscussed, the invention covers all combinations of all thoseembodiments. Furthermore, no limitations are intended to the details ofconstruction or design herein shown, other than as described in theclaims below. It is therefore evident that the particular illustrativeembodiments disclosed above may be altered or modified and all suchvariations are considered within the scope and spirit of the presentinvention. While compositions and methods are described in terms of“comprising,” “containing,” or “including” various components or steps,the compositions and methods can also “consist essentially of” or“consist of” the various components and steps. Whenever a numericalrange with a lower limit and an upper limit is disclosed, any number andany included range falling within the range is specifically disclosed.In particular, every range of values (of the form, “about a to about b,”or, equivalently, “from approximately a to b,” or, equivalently, “fromapproximately a-b”) disclosed herein is to be understood to set forthevery number and range encompassed within the broader range of values.Also, the terms in the claims have their plain, ordinary meaning unlessotherwise explicitly and clearly defined by the patentee.

What is claimed is:
 1. A slag composition comprising: a hydraulic cement consisting essentially of slag, wherein the slag composition is essentially free of any other hydraulic cement; a hydroxyl source, wherein the hydroxyl source is present in an amount in the range of about 1% to about 10% by weight of the hydraulic cement; a latex strength enhancer, wherein the latex strength enhancer is present in an amount in the range of about 5% to about 20% by weight of the hydraulic cement; and water, wherein the water is present in an amount in the range of about 4% to about 150% by weight of the hydraulic cement; and wherein the latex strength enhancer increases the compressive strength of the slag composition by about 25% to 100%, and wherein the slag composition has a density of 14 pounds per gallon to about 20 pounds per gallon.
 2. The composition of claim 1, wherein the hydroxyl source comprises a basic material selected from the group consisting of sodium hydroxide, sodium bicarbonate, sodium carbonate, lime, and any combination thereof.
 3. The composition of claim 1, wherein the latex strength enhancer comprises a rubber material selected from group consisting of ethylene-propylene rubber, styrene-butadiene rubber, nitrile rubber, nitrile butadiene rubber, butyl rubber, neoprene rubber, polybutadiene rubber, acrylonitrile-styrene-butadiene rubber, polyisoprene rubber, AMPS-styrene-butadiene rubber, and any combination thereof.
 4. The composition of claim 1, wherein the latex strength enhancer comprises styrene-butadiene rubber.
 5. The composition of claim 1, wherein the latex strength enhancer comprises AMPS-styrene-butadiene rubber.
 6. The composition of claim 1, wherein the slag composition further comprises an additive selected from the group consisting of a dispersant, a defoaming agent, a strength-retrogression additive, a set accelerator, a set retarder, a weighting agent, a lightweight additive, a gas-generating additive, a mechanical property enhancing additive, a lost-circulation material, a filtration-control additive, a fluid loss control additive, a foaming additive, a thixotropic additive, and any combination thereof.
 7. The composition of claim 1, wherein the slag composition further comprises an additive selected from the group consisting of crystalline silica, amorphous silica, fumed silica, a salt, a fiber, a hydratable clay, calcined shale, vitrified shale, a microsphere, diatomaceous earth, metakaolin, ground perlite, rice husk ash, zeolite, a resin, and any combination thereof.
 8. The composition of claim 1, wherein the slag composition further comprises a defoaming agent and a dispersant, wherein the hydroxyl source comprises lime, wherein the latex strength enhancer comprises AMPS-styrene-butadiene rubber, and wherein the slag composition has a density of about 14 pounds per gallon to about 17 pounds per gallon.
 9. The composition of claim 1, wherein the latex strength enhancer increases the 24-hour compressive strength of the slag composition at 140° F. in an amount of at least about 25%.
 10. A slag composition consisting essentially of: slag; a hydroxyl source, wherein the hydroxyl source is present in an amount in the range of about 1% to about 10% by weight of the slag; a latex strength enhancer, wherein the latex strength enhancer is present in an amount in the range of about 5% to about 20% by weight of the slag; a defoaming agent, wherein the defoaming agent is present in an amount in the range of about 0.1% to about 2% by weight of the slag; a dispersant, wherein the dispersant is present in an amount in the range of about 0.1% to about 5% by weight of the slag; an additive, wherein the additive is selected from the group consisting of a strength-retrogression additive, a set accelerator, a set retarder, a weighting agent, a lightweight additive, a mechanical property enhancing additive, a lost-circulation material, a filtration-control additive, a fluid loss control additive, a thixotropic additive, and any combination thereof; and water, wherein the water is present in an amount in the range of about 4% to about 150% by weight of the slag, and wherein the slag composition has a density of 14 pounds per gallon to about 20 pounds per gallon.
 11. The composition of claim 10, wherein the slag composition has a density of about 12 pounds per gallon to about 20 pounds per gallon.
 12. The composition of claim 10, wherein the latex strength enhancer comprises a rubber material selected from group consisting of ethylene-propylene rubber, styrene-butadiene rubber, nitrile rubber, nitrile butadiene rubber, butyl rubber, neoprene rubber, polybutadiene rubber, acrylonitrile-styrene-butadiene rubber, polyisoprene rubber, AMPS-styrene-butadiene rubber, and any combination thereof.
 13. The composition of claim 10, wherein the latex strength enhancer comprises styrene-butadiene rubber.
 14. The composition of claim 10, wherein the latex strength enhancer comprises AMPS-styrene-butadiene rubber.
 15. The composition of claim 10, wherein the latex strength enhancer increases the 24-hour compressive strength of the slag composition at 140° F. in an amount of at least about 25%.
 16. A slag composition consisting essentially of: slag; a hydroxyl source, wherein the hydroxyl source is present in an amount in the range of about 1% to about 10% by weight of the slag; a latex strength enhancer, wherein the latex strength enhancer is present in an amount in the range of about 5% to about 20% by weight of the slag; a defoaming agent, wherein the defoaming agent is present in an amount in the range of about 0.1% to about 2% by weight of the slag; a dispersant, wherein the dispersant is present in an amount in the range of about 0.1% to about 5% by weight of the slag; an additive, wherein the additive is selected from the group consisting of a salt, a fiber, calcined shale, vitrified shale, a microsphere, diatomaceous earth, metakaolin, ground perlite, rice husk ash, zeolite, a resin, and any combination thereof; and water, wherein the water is present in an amount in the range of about 4% to about 150% by weight of the slag, and wherein the slag composition has a density of 14 pounds per gallon to about 20 pounds per gallon.
 17. The composition of claim 16, wherein the hydroxyl source comprises a basic material selected from the group consisting of sodium hydroxide, sodium bicarbonate, sodium carbonate, lime, and any combination thereof.
 18. The composition of claim 16, wherein the latex strength enhancer comprises a rubber material selected from group consisting of ethylene-propylene rubber, styrene-butadiene rubber, nitrile rubber, nitrile butadiene rubber, butyl rubber, neoprene rubber, polybutadiene rubber, acrylonitrile-styrene-butadiene rubber, polyisoprene rubber, AMPS-styrene-butadiene rubber, and any combination thereof.
 19. The composition of claim 16, wherein the latex strength enhancer comprises styrene-butadiene rubber.
 20. The composition of claim 16, wherein the latex strength enhancer comprises AMPS-styrene-butadiene rubber.
 21. The composition of claim 16, wherein the latex strength enhancer increases the 24-hour compressive strength of the slag composition at 140° F. in an amount of at least about 25%. 